ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
|
•ÅF |
2371-2376•Å
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’˜ŽÒi˜ajF |
ˆêˆä@N“ñ
|
ƒ^ƒCƒgƒ‹i˜ajF |
ƒg[ƒ^ƒ‹ƒRƒXƒg‚ÉŠî‚‘ÏkÝŒv‚Ì’ñˆÄ‚ÆŽŽŽZid—ÍŽ®ŠÝ•Ç‚Ì—áj
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´˜^i˜ajF |
-
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ƒL[ƒ[ƒhi˜ajF |
‘ÏkÝŒvC«”\ÝŒvCM—Š«ÝŒvC’nk”íЃRƒXƒgCd—ÍŽ®ŠÝ•Ç
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Koji Ichii
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ƒ^ƒCƒgƒ‹i‰pjF |
A PROPOSAL AND A TRIAL OF THE SEISMIC DESIGN BASED ON TOTAL COST (GRAVITY TYPE QUAY WALL CASE)
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´˜^i‰pjF |
A trial of the seismic design based on expected total cost for gravity type quay wall was conducted. First of all, the concept of current seismic design practice, performance-based design concept and reliability-based design concepts are reviewed from the viewpoints of expected total cost. Since these design concepts are based on acceptable seismic loss assumption, a trial of the seismic design using total cost was conducted. The results imply the possibility that the optimum design parameters can be different for with and without acceptable loss assumption.
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ƒL[ƒ[ƒhi‰pjF |
Seismic design, Performance based design, Reliability based design, Seismic loss, Gravity type quay wall
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‹LŽ–‹æ•ªF |
-
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |